Westlund Pipe Chart

BORE CHART (INSIDE DIAMETER OF PIPE) PIPE SIZE 1/8 1/4 3/8 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6 8 10 12 14 16 18 20 24 30

O.D. 0.405 0.540 0.675 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625 8.625 10.750 12.750 14.000 16.000 18.000 20.000 24.000 30.000

5 .405

.920 1.185 1.530 1.770 2.245 2.709 3.334 3.834 4.334 5.345 6.407 8.407 10.482 12.420

10

20

.307 .410 .545 .674 .884 1.097 1.442 1.682 2.157 2.635 3.260 3.760 4.260 5.295 6.357 8.329 10.420 12.390 13.500 15.500 17.500 19.500 23.500 29.376

8.125 10.250 12.250 13.376 15.376 17.376 19.250 23.250 29.000

30

8.071 10.136 12.090 13.250 15.250 17.124 19.000 22.876 28.750

40

Std

.269 .364 .493 .622 .824 1.049 1.380 1.610 2.067 2.469 3.068 3.548 4.026 5.047 6.065 7.981 10.020 11.938 13.124 15.000 16.876 18.814 22.626

.269 .364 .493 .622 .824 1.049 1.380 1.610 2.067 2.469 3.068 3.548 4.026 5.047 6.065 7.981 10.020 12.000 13.250 15.250 17.250 19.250 23.250

60

80

XH

7.813 9.750 11.626 12.814 14.688 16.500 18.376 22.064

.215 .302 .423 .546 .742 .957 1.278 1.500 1.939 2.323 2.900 3.364 3.826 4.813 5.761 7.625 9.564 11.376 12.500 14.314 16.126 17.938 21.564

.302 .423 .546 .742 .957 1.278 1.500 1.939 2.323 2.900 3.364 3.826 4.813 5.761 7.625 9.750 11.750 13.000 15.000 17.000 19.000 23.000

100

7.439 9.314 11.064 12.126 13.938 15.688 17.438 20.938

120

3.624 4.563 5.501 7.189 9.064 10.750 11.814 13.564 15.250 17.000 20.376

140

7.001 8.750 10.500 11.500 13.124 14.876 16.500 19.876

160

XXH

.466 .614 .815 1.160 1.338 1.689 2.125 2.624

.252 .434 .599 .896 1.100 1.503 1.771 2.300 2.728 3.152 4.063 4.897 6.875

3.438 4.313 5.189 6.813 8.500 10.126 11.188 12.814 14.438 16.064 19.314

**IF THE WEIGHT IS NOT DISPLAYED USE THE FOLLOWING FORMULA TO CALCULATE THE WEIGHT

OD – Wall x Wall x 10.68 = LBS / FOOT STANDARD BUNDLING SCHEDULE SIZE 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4

PIECES/BUNDLE 120 84 60 42 36 26 18 14 11 10

FOOTAGE 2520’ 1764’ 1260’ 882’ 756’ 546’ 378’ 294’ 231’ 210’

WEIGHT T&C 2160# 2013# 2135# 2024# 2088# 2032# 2223# 2259# 2146# 2297#

SOME OF THE MOST COMMON PIPE SPECIFICATIONS: ASTM

-

AMERICAN STANDARD FOR TESTING AND MATERIALS A-53, A-72, A-106, A-120, A-134, A-135, A-139-A-155, A-211, A-252, A-312, A-333, A-335, A-358, A-376, A-405, A-409, A-524

API

-

AMERICAN PIPE INSTITUTE API-5L, API-5LX

AWWA -

XCE 1054

AMERICAN WATERWORKS ASSOCIATION C-200, "COATING" C-203

WEIGHT P.E. 2155# 2006# 2128# 2015# 2063# 2010# 2202# 2234# 2108# 2275#

WEIGHTS AND DIMENSIONS OF SEAMLESS AND WELDED PIPE PIPE SIZE

DN

O.D. in inches

1/8

0.405

1/4

0.540

3/8

10

0.675

1/2

15

0.840

3/4

20

1.050

1

25

1.315

1-1/4

32

1.660

1-1/2

40

1.900

2

50

2.375

2-1/2

65

2.875

3

80

3.500

3-1/2

4.000

4

100

4.500

5

125

5.563

6

150

6.625

8

200

8.625

10

250

10.75

12

300

12.75

14

350

14.00

16

400

16.00

18

450

18.00

20

500

20.00

22 24

22.00 600

26 28

26.00 700

30 32

24.00

28.00 30.00

800

34

32.00 34.00

36

900

36.00

42

1100

42.00

48

1200

48.00

5

10

.035 .1383 .049 .2570 .049 .3276 .065 .5383 .065 .6838 .065 .8678 .065 1.107 .065 1.274 .065 1.604 .083 2.475 .083 3.029 .083 3.472 .083 3.915 .109 6.349 .109 7.585 .109 9.914 .134 15.19 .165 22.18

.049 .1863 .065 .3297 .065 .4235 .083 .6710 .083 .8572 .109 1.404 .109 1.806 .109 2.085 .109 2.638 .120 3.531 .120 4.332 .120 4.973 .120 5.613 .134 7.770 .134 9.289 .148 13.40 .165 18.70 .180 24.20 .250 36.71 .250 42.05 .250 47.39 .250 52.73 .250 58.07 .250 63.41 .312 85.60 .312 92.26 .312 98.93 .312 105.6 .312 112.3 .312 118.9

20

30

.188 10.79 .188 12.9 .250 22.36 .250 28.04 .250 33.38 .312 45.68 .312 52.27 .312 58.94 .375 78.60 .375 86.61 .375 94.62 .500 136.2 .500 146.8 .500 157.5 .500 168.2 .500 178.9 .500 189.6

.250 14.24 .250 17.02 .277 24.70 .307 34.24 .330 43.77 .375 54.57 .375 62.58 .438 82.15 .500 104.1 .500 114.8 .562 140.8

.625 182.7 .625 196.0 .625 209.4 .625 222.8 .625 236.1

40

Std

.068 .2447 .088 .4248 .091 .5676 .109 .8510 .113 1.131 .133 1.679 .140 2.273 .145 2.718 .154 3.653 .203 5.793 .216 7.576 .226 9.109 .237 10.79 .258 14.62 .280 18.97 .322 28.55 .365 40.48 .406 53.53 .437 63.37 .500 82.77 .562 104.8 .593 122.9

.068 .2447 .088 .4248 .091 .5676 .109 .8510 .113 1.131 .133 1.679 .140 2.273 .145 2.718 .154 3.653 .203 5.793 .216 7.576 .226 9.109 .237 10.79 .258 14.62 .280 18.97 .322 28.55 .365 40.48 .375 49.56 .375 54.57 .375 62.58 .375 70.59 .375 78.60 .375 86.61 .375 94.62 .375 102.6 .375 110.6 .375 118.6 .375 126.7 .375 134.7 .375 142.7 .375 166.7 .375 190.7

.687 171.2

.688 230.1 .688 244.8 .750 282.4

60

.281 12.66

.406 35.64 .500 54.74 .562 73.16 .593 84.91 .656 107.5 .750 138.2 .812 166.4 .875 197.4 .968 238.1

80

XH

.095 3.145 .119 .5351 .126 .7388 .147 1.088 .154 1.474 .179 2.172 .191 2.997 .200 3.631 .218 5.022 .276 7.661 .300 10.25 .318 12.51 .337 14.98 .375 20.78 .432 28.57 .500 43.39 .593 64.33 .688 88.63 .750 106.1 .843 136.5 .937 170.8 1.031 208.9 1.125 250.8 1.218 296.4

.095 3.145 .119 .5351 .126 .7388 .147 1.088 .154 1.474 .179 2.172 .191 2.997 .200 3.631 .218 5.022 .276 7.661 .300 10.25 .318 12.51 .337 14.98 .375 20.78 .432 28.57 .500 43.39 .500 54.74 .500 65.42 .500 72.09 .500 82.77 .500 93.45 .500 104.1 .500 114.8 .500 125.5 .500 136.2 .500 146.8 .500 157.5 .500 168.2 .500 178.9 .500 189.6 .500 221.6 .500 253.7

100

.593 50.87 .718 76.93 .843 107.2 .937 130.7 1.031 164.8 1.156 208.0 1.280 256.1 1.375 302.9 1.531 367.4

120

.437 19.01 .500 27.04 .562 36.39 .718 60.63 .843 89.20 1.00 125.5 1.093 150.7 1.218 192.3 1.375 244.1 1.500 296.4 1.625 353.6 1.812 429.4

Bold, Black = Wall Thickness Light, Black = Weight per Foot Wall Thickness displayed are in inches and Weights displayed are in pounds/foot.

IF THE WEIGHT IS NOT DISPLAYED USE THE FOLLOWING FORMULA TO CALCULATE THE WEIGHT

OD – Wall x Wall x 10.68 = LBS / FOOT

140

.812 67.76 1.000 104.1 1.125 139.7 1.250 170.2 1.438 223.5 1.562 274.2 1.750 341.1 1.875 403.0 2.062 483.1

160

XXH

.187 1.304 .218 1.937 .250 2.844 .250 3.765 .281 4.859 .343 7.444 .375 10.01 .437 14.32

.294 1.714 .308 2.441 .358 3.659 .382 5.214 .400 6.408 .436 9.029 .552 13.70 .600 18.58 .636 22.85 .674 27.54 .750 38.55 .864 53.16 .875 72.42 1.000 104.1 1.000 125.5

.531 22.51 .625 32.96 .718 45.30 .906 74.69 1.125 115.7 1.312 160.3 1.406 189.1 1.594 245.1 1.781 308.5 1.969 379.0 2.125 451.1 2.343 541.9